An efficient procedure for optimization design of anti-seepage curtains: a case study

Abstract

In large-scale hydropower projects, the anti-seepage curtain is an important measure to reduce the leakage of reservoirs and ensure the stability of foundation rocks. In this study, an efficient procedure for the optimization design of an anti-seepage curtain was proposed given the drawback of the time-consuming and low efficiency in optimizing multiple parameters of the anti-seepage curtain. This procedure can dramatically shorten the time for numerical simulation, reduce the workload of planning multiple parameter sets, and effectively avert the probable distortion of optimized results to some extent. This is achieved by identifying and optimizing the parameter that has the greatest impact on the performance of the anti-seepage curtain on the premise of adequate geological investigation and proper qualification of the performance of the anti-seepage curtain. This procedure was applied to the optimization design of the anti-seepage curtain in the upper reservoir of a pumped storage power station. Four different depths were suggested for the anti-seepage curtain according to the optimization results. This procedure can serve as a reference for the optimization design of an anti-seepage curtain with high effectiveness and confidence.

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References

  1. Chai JR, Xu WS (2011) Coupling analysis of unsteady seepage and stress fields in discrete fractures network of rock mass in dam foundation. Sci China-Technol Sci 54(1):133–139. https://doi.org/10.1007/s11431-011-4630-7

    Article  Google Scholar 

  2. Chen YF, Hong JM, Tang SL et al (2016) Characterization of transient groundwater flow through a high arch dam foundation during reservoir impounding. J Rock Mech Geotech Eng 04:462–471. https://doi.org/10.1016/j.jrmge.2016.03.004

    Article  Google Scholar 

  3. Chen YF, Yu H, Ma HZ et al (2020) Inverse modeling of saturated-unsaturated flow in site-scale fractured rocks using the continuum approach: a case study at u dam site. Southwest China J Hydrol. https://doi.org/10.1016/j.jhydrol.2020.124693

  4. Dong HZ, Chen JS, Li XY (2016) Delineation of leakage pathways in an earth and rockfill dam using multi-tracer tests. Eng Geol 212:136–145. https://doi.org/10.1016/j.enggeo.2016.08.003

    Article  Google Scholar 

  5. Dou JX, Zhang GJ, Zhou MX et al (2020) Curtain grouting experiment in a dam foundation: case study with the main focus on the Lugeon and grout take tests. B Eng Geol Environ 79:4527–4547. https://doi.org/10.1007/s10064-020-01865-0

    Article  Google Scholar 

  6. Gan L, Chen GY, Shen ZZ (2020) A new approach to permeability inversion of fractured rock masses and its engineering application. Water. 734(12):1–17. https://doi.org/10.3390/w12030734

    Article  Google Scholar 

  7. Hu K, Shao JF, Zhu QZ et al (2020) A micro-mechanics-based elastoplastic friction-damage model for brittle rocks and its application in deformation analysis of the left bank slope of Jinping I hydropower station. Acta Geotech 1861-1125. https://doi.org/10.1007/s11440-020-00977-x

  8. Kong J, Xin P, Hua GF et al (2015) Effects of vadose zone on groundwater table fluctuations in unconfined aquifers. J Hydrol 528:397–407 https://doi.org/10.1016/j.jhydrol.2015.06.045

    Article  Google Scholar 

  9. Lei D, Huang ZT, Bai PX et al (2017) Experimental research on impact damage of Xiaowan arch dam model by digital image correlation. Constr Build Mater 147:168–173. https://doi.org/10.1016/j.conbuildmat.2017.04.143

    Article  Google Scholar 

  10. Li XX, Li DQ (2019) A numerical procedure for unsaturated seepage analysis in rock mass containing fracture networks and drainage holes. J Hydrol 574:23–24. https://doi.org/10.1016/j.jhydrol.2019.04.014

    Article  Google Scholar 

  11. Li LZ, Xiao M (2015) Study on implicit composite element method for seepage analysis in underground engineering. Sci. China-Technol. Sci. 58(10):1617–1626. https://doi.org/10.1007/s11431-015-5888-y

    Article  Google Scholar 

  12. Li Y, Chen YF, Jiang QH et al (2014) Performance assessment and optimization of seepage control system: a numerical case study for Kala underground powerhouse. Comput Geotech 55:306–315. https://doi.org/10.1016/j.compgeo.2013.09.013

    Article  Google Scholar 

  13. Li X, Chen YF, Hu R et al (2017) Towards an optimization design of seepage control: a case study in dam engineering. Sci. China-Technol. Sci. 60:1903–1916. https://doi.org/10.1007/s11431-016-9160-y

    Article  Google Scholar 

  14. Li G, Hu Y, Li QB et al (2020) Inversion method of in-situ stress and rock damage characteristics in dam site using neural network and numerical simulation—a case study. IEEE Access 08:46701–46712. https://doi.org/10.1109/ACCESS.2020.2979024

    Article  Google Scholar 

  15. Liu JQ, Chen WZ, Yuan JQ et al (2018) Groundwater control and curtain grouting for tunnel construction in completely weathered granite. B. Eng. Geol. Environ. 02:515–531. https://doi.org/10.1007/s10064-017-1003-x

    Article  Google Scholar 

  16. Liu JQ, Chen WZ, Yuen KV et al (2020a) Groundwater-mud control and safety thickness of curtain grouting for the Junchang tunnel: a case study. Tunn Undergr Sp Tech 103:103429. https://doi.org/10.1016/j.tust.2020.103429

    Article  Google Scholar 

  17. Liu JQ, Yuen KV, Chen WZ et al (2020b) Grouting for water and mud inrush control in weathered granite tunnel: a case study. Eng Geol 105896. https://doi.org/10.1016/j.enggeo.2020.105896

  18. Roushangar K, Garekhani S, Alizadeh F (2016) Forecasting daily seepage discharge of an earth dam using wavelet–mutual information–Gaussian process regression approaches. Geotech Geol Eng 34:1313–1326. https://doi.org/10.1007/s10706-016-0044-4

    Article  Google Scholar 

  19. Shi H, Bai MZ, Xing SC (2017) Mechanics parameter optimization and evaluation of curtain grouting material in deep, water-rich karst tunnels. Adv Mater Sci Eng 1-12. https://doi.org/10.1155/2017/1853951

  20. Stille B, Gustafson G (2010) A review of the Namntall Tunnel project with regard to grouting performance [J]. Tunn Undergr Sp Tech 25(4):346–356. https://doi.org/10.1016/j.tust.2010.01.009

    Article  Google Scholar 

  21. Sun GH, Lin S, Cheng SG et al (2018) Mechanisms of interaction between an arch dam and abutment slope using physical model tests. Rock Mech Rock Eng 08:2483–2504. https://doi.org/10.1007/s00603-017-1321-0

    Article  Google Scholar 

  22. Unal B, Eren M, Yalcin MG (2007) Investigation of leakage at Ataturk dam and hydroelectric power plant by means of hydrometric measurements. Eng Geol 93:45–63. https://doi.org/10.1016/j.enggeo.2007.02.006

    Article  Google Scholar 

  23. Wang M, Chen YF, Hu R et al (2016) Coupled hydro-mechanical analysis of a dam foundation with thick fluvial deposits: a case study of the Danba hydropower project, southwestern China. Eur J Environ Civ Eng 1-25. https://doi.org/10.1080/19648189.2015.1013639

  24. Wang SG, Liu YR, Yang Q et al (2020) Analysis of the abutment movements of high arch dams due to reservoir impoundment. Rock Mech Rock Eng 05:2313–2326. https://doi.org/10.1007/s00603-020-02059-6

    Article  Google Scholar 

  25. Wilson D, Dreese T (1998) Grouting technologies for dam foundations. In: proceedings of the 1998 annual conference, ASDSO, Las Vegas, Nevada

  26. Wilson D, Dreese T (2003) Quantitatively engineered grout curtains. Grouting and ground treatment, proceedings of the conference sponsored by the geotechnical engineering division of the American Society of Civil Engineers, New Orleans, LA, February 10–12:881–892

    Google Scholar 

  27. Xu YS, Shen SL, Ma L et al (2014) Evaluation of the blocking effect of retaining walls on groundwater seepage in aquifers with different insertion depths. Eng Geo 183:254–264. https://doi.org/10.1016/j.enggeo.2014.08.023

    Article  Google Scholar 

  28. Yu Y, Geng DX, Tong LH et al (2018) Time fractal behavior of microseismic events for different intensities of immediate rock bursts. Int J Geomech 18(7):1–11. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001221

    Article  Google Scholar 

  29. Zhang Y, Su GS, Liu BC et al (2020) A novel displacement back analysis method considering the displacement loss for underground rock mass engineering. Tunn Undergr Space Technol 95:103–141. https://doi.org/10.1016/j.tust.2019.103141

    Article  Google Scholar 

  30. Zhong DN, Liu YR, Cheng L et al (2019) Study of unloading relaxation for excavation based on unbalanced force and its application in Baihetan arch dam. Rock Mech Rock Eng 06:1819–1833. https://doi.org/10.1007/s00603-018-1653-4

    Article  Google Scholar 

  31. Zhou CB, Liu W, Chen YF et al (2015) Inverse modeling of leakage through a rockfill dam foundation during its construction stage using transient flow model, neural network and genetic algorithm. Eng Geol 183-195. https://doi.org/10.1016/j.enggeo.2015.01.008

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Acknowledgments

This work reported here is supported by the National Natural Science Foundation of China/Yalong River Joint Fund Project (NO. U1765205), the Natural Science Foundation of Jiangsu Province (BK20201312), and Jiangsu Colleges and Universities Advantageous Discipline Construction Project (Water Conservancy Project) (NO. YS11001).

Funding

This work is supported by the National Natural Science Foundation of China/Yalong River Joint Fund Project (NO. U1765205), the Natural Science Foundation of Jiangsu Province (BK20201312), and Jiangsu Colleges and Universities Advantageous Discipline Construction Project (Water Conservancy Project) (NO. YS11001).

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Correspondence to Zhenzhong Shen.

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Yang, J., Zhao, L., Shen, Z. et al. An efficient procedure for optimization design of anti-seepage curtains: a case study. Bull Eng Geol Environ 80, 2671–2685 (2021). https://doi.org/10.1007/s10064-020-02070-9

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Keywords

  • Optimization design
  • Anti-seepage curtain
  • Seepage control
  • High dam engineering
  • Poor geology